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HomeMy WebLinkAboutM-330(61)m 0 w w Y Y UU1 0 rw L> 0 ZQ w Q w • w� Z0 CC C7 OJ -J N6. QD: NOTE BOOK 0 z 0 > az 0 S 0 Z 0 < w 0 Lai 0Z w O U 0 C W o ZD �G¢g, 0)O0Qh n D.0 CON W LLJ 0 CC a NOTE BOOX 8#00 9700 /0f00 //+00 /2t00 /3f00 6th Avenue F O X -Yi • j PROJECT g 4!' 9 k T a DOK .200 POft00 ELAS 6 o' - SE TBM F. H., X"ON NW BONNET BOLT ELEV. /90/.29 9 1 01//,/ /20' Fi ISI I$I v psi ��I OPEN a 32.8' a 34 /4.0 3" 1- +23.3 ASPHALT DR/VE x338' 25.3' SAW CUT 332 RI DITCH /0" 9r1' OPEN 0/Tel/ 3/.6 • 33.0' PR"EASTS/DE DRAINAGE PROJECT PROD. NO S.W.D. /992-/ M-330(61) DESCRIPTION STORM SEWER & PAVING IMPROVEMENTS ON 4WYNOKA .578 N 671-1 AVENUE DSGN.BY rjd DATE i march 92 CONTRACTOR DRN.BY bab. APPRD. BY AS BUILTS DRN. NO. / of 39 SCALE /"= 20' NOTE: OWNER CLAIMS ALL SALVAGE RIGHTS TO EXISTING DRAINAGE PIPE. CONTRACTOR SHALL USE CAUTION NOT TO DAMAGE PIPE, •DURING REMOVAL. `:'• E PAVEMENT QUANtITI REMOVE PAVEMENT STA:' I0+20 TO STA"! 433 •SY SAW :::CUT lir 56 t 79 LT 1910 1910 1905 190 190 EX/srzNa.. '...GRADES 1900 189 1825 1890 m izz m 4i +o 189.0 0 EGENO WOR/ZONTAL. SCALE ......1._..20' VERT/CAL..SCA.LE /"° _.EX/ST/NG..G,RADES ;filNlOPOSEPD..ERADES 8'00 9 tOO /0#00 t/55 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FLLL DOT 1tTELErNNE PRINTED IN U.S.A. /400 /2•x00 /3# 00 z�/3 / r7-3.3odl.4J. w 0 o� 113 C) Y Y WU =w = I- o wa www > i~ 00 - .J o, CL. to n. ¢ o: —J J azE0- NOTE BOOK d z 0 0 0 N z o < W t - Y o Wow w o U 0 z W>, z - 0 N 0 ao¢Z,x 0.CC N U0]0 L11 J 0 a NOTE BOOK 0 z /31WW /4 tCO /5 +00 /6'W /7100 /8100 6th Avenue PROJECT 33= /4.6' — 2" •g/a w I _ OPen Field 6 z 335' 856 N 6th Ave 2 Story Wd. Fr. 895' Gone. '4 4' 852 N. 6th Ave / Story Wet Fr 93' AsPh. SAW cur 475' Conc Meter Pa, 1 27.5' Ol Gone. 0 Flowers 848 N. 6th Ave. 2 Story Fr Wd. 82' /2/24 3/' W• n' �r co .p c• Sr1S44ra w 4S_N, 20' rps 24'24' 25.3' Conc. 29.3' Rock Prifral 29.4 • F{ 4/.7' 33.6' Bot/am Embankment r 70.7' 833 N. 6th Ave. / Story Wd. Fr. BM- NE/2 H., JY STAMPED ON NW BONNET BOLT LEV /905.77 74.2' Conc. Slob h ,s � 29.2 �� 2 3.5 •9/0 h 36' ',29.3' Gone. a m AsPh. 4 • MI / Art/ 1' Cone • 59.4' 829 N. 6th Ave. / Story Brick 29.8 w Adrara /[/L 8 27' 5 — I R wNi V - /1' /i PROJECT £ PROD. FASTS/DE DRAINAGE PROJECT §140. 1992-1 41-330(6/) DESCRIPTION STORM SEWER 8 PAVING IMPROVEMENTS ON WAYNOKA ST. 8 N. 67-11 AVENUE DSGN.BY rjd D orch '92 CONTRACTOR DRN.BY lab APPRD. BY AS GUILTS DRN. NO. 2 of 39 SCALE /'- 20' NOTE: OWNER CLAIMS ALL SALVAGE • RIGHTS TO EXISTING DRAINAGE PIPE. CONTRACTOR SHALL USE I CAUTION NOT TO DAMAGE PIPE DURING REMOVAL. REMOVAL PLANS TBM- NE // STAMPED ON WEST BONNET BOLT ELEV. /90574 .ELAVEMFNT .... QUANTI:TIFS • .� EMOVE PAVEMENT STA....1.31- 00..T.O"'STA:: I8+ 00 Lit RT RCP QUANTITIES REMOVL •EXISTING • DRAINAGE PIP 1816 SY A.:. 14+32 5 T.R.UCT •RAL QUANTITIES EMOVE EXIS•TING•••.STONE HEADWA REMOVE NTEGRAL 174.2 CURB STA 17t A.•17+.80 18+0 REMOVE::::DRIVEWAY STA. 14+•37 LT 26.5 LF STA.. 14t-60' RT 17 LF STA. 15•+•52 RT 14 LF STA: t5.+99 RT I3 LF STA. I4+'06:'5 REMOVE EXISTING ' IIANHOL RT TA: 14+•5. STA. -14:+42 STA 16.4 13:5 1644 LT LT 39 SY 26 SY 16t•1 STA .-...16.+.43 STA: ::'I t:76 RT LT 18.5 LE 32 LE 17+. REMOVE SIDEWALK STA: 14t 52 STA•:15* 51: 191 STA:•f 5 +98: 5 LT STA:16+'05:.5 ST4:•16+•'35 TA. 16 + I6 SF RT LT RT SE SF W••G STA. 174-55 STA: 11+:90 190 5 5 • 16+ 07 IT+6 5 •»TO 16•+ 20:5 ..17.+.8 RT L 112 SF 1 1910 1900 •$RADE 905 PROPOSED¢ 'GRADE 900 1895 895 189 90 In • to 0 0 R ti (/i LEGEND •)WOR/ZONTAS,.SCALE YERTICAL..SCALE . - .EX/$EN..G... c...:GRAOES (3J /"= 5 ;Thr PROPOSED f. GRADES /3t00 150 /4 tOO *3127 t40 152 0 /5100 t50 /6+00 150 /7t0i0 144 +52 162 180 /8100 HIGHWAY FEDERAL NV; SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL DOT leTELEDI+E PRINTED IN U.S.A. LJJ 0 co NOTE BOOK 0 w 0 NOTE 6001( 0 /8000 /15' eth Ave. PROJECT r 9.2' _ — — • 25.5 8/0 N em Ave. /1/2 Story Woi. Fr / / 4' .4 20;`00 804 N em Ave. / Story /kick /00' '0 AsPil• 2/;.00 744 /V em Ave. / Story Brick 91 22100 AsPh" Adth SAWCUT sb AsPhf ;Z33' 29.7' 29.7' SAW CUT aZgi A A rArWe?- fr ,lAri z'/Atk“:/z' W n .5 k 7 V - - rw84rc Ateralr . asr —A Lw — /0” Sloe/ Wagfain„ 223 214' /2ZP 32. 2 - - Z58. 27' ;. 23°\ 24' WI alln128 5#0,e, 295 34' Gone. 345' 30./ - eat Conc 69' 823-N. 6M Ave. / Story Wd. Fr '4 x thle SAW CUT 807 N 6/17 Ave. / Story Wel Ft TBAf Fif,"X" STAMPED ON TOP BOLT ELEV /908.28 3(34' 20.5' 757 Al em Ave. / Story WI. Ft: Conc. • 23t09 30' 26' 10" PROJECT € conc. 56.9' EMOVE PAVE M E IREMOV A.. •18+. INTEGRAL CURB . • 4.0 PAVEMENT UANTITES T/RT 45 EMOVE SIDEWA A, 20+52: ...... -STA, 21421 A. I84,O6. STA. 18+24 STA:..119.+.51 T 16 EMOVE DRIVEWAY STA: 18-t15:6 STA: 20+5g:5 STAe19+62 STA 20 .4 71 STA: 21 +.5.9' STA:22v24 2 2.+92- 3 LT 51 S\ LT E83LT 28 SY SY. 5 STA. 204,83. STA. 21:4:5.2 STA....2I463 +1. .+3 RCP QUANTITIES Fflw. EASTSIDE DRA/NAIGE PROJECT mw. WD. 1992-/ 41-330(6/) .DESCRIPTION STORM SEWER 8 PAVING IMPROVEMENTS ON WAYNOKA ST 8 M 6771 AVENUE C6GN By rid DATE i march 92 CONTRACTOR DRN.BY bah APPRO. BY ASBUILTS ORN. NO. 3 of 39 SCALE /":20' NOTE: OWNER CLAIMS ALL SALVAGE RIGHTS TO EXISTING DRAINAGE PIPE. CONTRACTOR SHALL USE CAUTION NOT TO DAMAGE PI PE DURING REMOVAL. REMOVAL PLANS REMOVEEXISTING DRAINAGE PIPE SP SE STA. 19.+ 27 STA-ISA:62:5 16 SF LT 6 SF1 LT16 TA. 2OtI TA:"21+60 5 RT 12L LT 20 LT 25 11 A:"22...2 STA v22.4.59.5 S.TA. 22-3:92,25 RT 25:5 L RT a.5 L SAW:::CUT STA. 19+531::TO 'STA,. 19471 STA 20+61:5. TO -STA. 20+8t 5 LT 18 LO LT 20 LF /9/0 /9/0 /905 EX/STING"Ci:emE PROPOSED...161*M' 1905 /900 /900 /895 95 /890 cn 0 0 <6 890 HOR/ZONTAL. SCALE ./..F.20 VERT/CAfr•SCALE /":5l E- EX/ST/NGi GRADE • P-..PROPOSEO €-GRAO 18100 t50 /9100 150 20100 150 173 19/ - 109/ 150 22100 150 23t00 PLATE 1 -SIN '611i."Ewiti.Ficir/kLNADDFIZTFILE-FuLL DOT le TELEDYNE PRINTED IN U.S.A. oz/--?-/ 033)60 co 0 ww YY U U ww U U O Z¢ wow w Hz zo D �J J Ul D. GCC NOTE BOOK a 2 0 r co 0 U N z 0 r 0 W woz Ui-� w p 2 Q Q [ o_ I- NaC7D1N NOTE BOOK 0 23*00 6th Avenue 10" • Cone 740 N. 6th Ave / Story Brk. 24'100 98.6' Goat N 7 - ffiSQsSgS /8.5' C III Ar Ler Alr - _ c• 1 4 $ 5 9—.. wfar /v t 035' l35' 730 N. 6th Ave. / Story Brk. 977' 25*00 720 N. 6th Ave. CA 29 29 / Story Wd.Fr 26422 706 N. 6th Ave. 27 *Q7 978' Cone Why AO - 34.5' /0"Cont 20 28' 24' 0 73/ N. Sth Ave. / Story Wd Fr. 575' TEM NE 2 F.H.,'X'STAMPED ON ELEV. /9073/ W. BONNET 8 N PAVEMENT Q.UA.NTITIES° Grovel CIS • c0 I• dir ralar Ser 1m jir 5• W s S / Story lNd. Fr h 98' tf / I hhI \,a; u- aA1III e5 % 30.5'1 `' l �"'� Conc.t‘2,91) 9. �� Ra�� ���� \� • /5 RCP h 26.5' 4' w _ ,firs rA ph ' ►� Rock 28.1 Conc. 33' 0 61.8' m 7/9 N 6th Ave / Story Wd. Fr EMOVE PAVEMENT RC•P Q.tJANTI.TIE .p b 3 24.5' 1; • 60' 707 N 6th Ave. / Story Wei Fr. Ro 23,7' '9 25.5' TOM F. H.7X"STAMPED TOP CAP BOLT .ELEV /909./6 b •g/o AsPn sPPoto' 33.5' h 19 1b 4. 10" 28 *CO Conc. Ij II w 4 ' I 14 11 /62' PROJ. ORA/NAGE PROJECT PROJ.EASTS/DE S.W.D. /992- / M-330(6/) DESCRIPTION STORM SEWER & PAVING IMPROVEMENTS ON WAYNOKA ST. & N. 6TH AVENUE USGN.BY DATE CONTRACTOR rjd I march 92 DRN. BY bob A D. BY AS BUILTS DRN. NO 4 of 39 SCALE / "= 20' NOTE: OWNER CLAIMS ALL SALVAGE RIGHTS TO EXISTING DRAINAGE • PIPE. CONTRACTOR SHALL USE CAUTION NOT TO DAMAGE PIPE DURING REMOVAL. A. 23.+.•00..•.10 . STA: REMOVE INTEGRAL ` CURB 28+00 T/RT 1375 . SY EMOVE EXISTING DRAINAGE PIP 'STA. 234-25:a • LT 21 LT/RT 70 STA. -244-14:3 LT 26:5 -- -44,78 RT 20 STA ...274:1.35 TO STA: REMOVE' ;DRIVEWAY 2.7..4::3.7..::5 LT/RT 51:9 LF STA...•23+ 77 A. 24+. 29 STA:2:6:4 24 REMOVE "SIDEWALK 9 48 254 LT 94 SY STA .....25 98:::T0.. tA.:27+S98 LF LF STRUCTURAL QUANTITIES REMOVA REMOVE EXISTING INLET STA: •23+77;••.R A:...2.7428....R MOVE ° EXISTING° MANN LT/RT 263 STA. ••27•+28 :••264••1.3 STA. :26..+.36.7 LT 16 SF 1910 1905 EX45.71/ .G... GRADE 1910 PROP..OSED. 4 ....GR1IDE 1905 ..I.9Q,0 1900 1895 1895 1890 !sr to tr IJ wa N wR fv 4i 1890 C41 K LEGEND HOR/ZONTAL...SCAL E... /.'.=.20' YERT/CAL.,SCALE /r 5 r P11.01?.4iSEa. ,.GRADE '.,:GRADE 23*00 *50 *06 */8 *27 *50 25 *00 *50 26 *G0 27*00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FULL DoT 'N`TELEDYNE PRINTED IN U.S.A. Cyt *375 • *53,2 *68.9 28 *Gtr Af-33odJ w .tt 0 0 0 w AC U.1 “I C.) 5 Z<0 W UJ 1.0 Z > 0 0 CC _ D 1— U) Q. 41C Ct LzJ 1- 0 co 0 x 0 LJJ < 0 8 ucs, z w 0 0 0 5 t;ic cc cop ai w —J 0 a- 0 0 00 Z Z 8+00 9+00 10+00 11+00 Wayno ka Street 50' ROW PROJECT $' 8 59.3' 0 10/NT TEM NEI F1-1, N Bonnet Bolt E/ev. /9/0.40 PAVEMENT QUANTITIES 60.ROw Co FOLIATION St a. /0i8/ EW = Sta. 24#18 NS TB/1/1 NE 2 PH, X Stan2ped on W Bonnet Bo/t E/ev. /907,51 PRu EAS7S/DE DRAINAGE PROJECT PROJ. NO. S.W.D. /992-1 M-330(6/) DESCRIPTION SEWER a PAVING IMPROVEMENTS ON WAYNOKA ST a N. 6TH AVENUE °Seltrejiii DATE rch,92 nn CONTRACTOR DRsz. APPRO. BY AS BUILTS DRN.;0. of 39 REMOVAL PLANS EMOVE PAVEMENT REMOVE 'INTEGRAL CURB A. Ot 65. TO - 10+ 65. T/RT 63 1915 1915 1910 19 5TH. AVENUE Exist 05 Profile 910 1905 190 900 1895 895 to.t os os tct, PC f0 GEN HORIZONTAL : SCALE :VERT/CAL $4.1.14LE /'r5 8+00 9+00 +50 10100 +81 11+00 PLATE 1 -SIN '61tHEwitYLZIR4LNAET FgREFILE-FuLL DOT iteraEDYhiE PRINTED IN U.S.A. ay/ 10-33i41.) 0 0 w 0 M tyl r" 0 z 14.1 0 LLI W 2 "4 z > 0 en CC , D NOTE BOOK 0 0 LlJ0 ,a, 0 z = w 0 CY 1140 L(g(1j EC 0 — ce D M CC•1- cn a_ NOTE BOOK 2 00 4-0 0 00 14-00 8 kit WAY NO KA SYR err peou ecr zit /203 S8 o' 1207 50. 0' _i_e•Numa JOINT 215 50' 1217 )SR •o' 11) 4 tO 4. JOINT tO JOINT 4—JOINT Ar A ra Arther JOINT Wart ,er " A JOINT JOINT to • 50' 50r 18NA 411) Ave v./AYNogA Sr, se. cog ''Y'r o 1C_. a -try , 1910. fi 58 50' I Z.10 .30' SS 20' 50 /2/6, PAVEMENT taN T IT iffe 50' ficaleCT 1;124). E4,5T5IDE DRAINAGE PROJECT PRO.). NO. 5.W3. 1992- I M-330 (0) °E5cRurngoRm -14/ERe• RAV/N6 imPRoVeMoff5 ON Vt/101/01CA .57:- e (ow AVENUE Dsom. me rjd DATE march 92 lecurgAcroR JAN. sy b.ab. Pb. SY ASsucts VW. Na 6 of 39 14 REMOVAL PLANS - 3 5-o4 A\s wAYNoct\ S -r., typitr Socr, , E-481/: 4.9/0_44) 4 REMOVE i PAVEMENT $TA„ 44- 84Ot.. LT/RT • 504 SY REMOVE INTEGRAL CURB ;STA. 7 52" ...... • 5 TO '6 14 L • 8002v5 3 L /910 4.-ree ..4WENUE P.Rob-a.e -S-TH..AYE.N1,06 /910 .1905 /905 1900 1,900 .1595 E,9-5 21. ti)It Ity le) 0 ro /090 • L.EGEIVD HOR/e01)0.:94.. %at -8' to / .5) 4+00 5*0 7,60 6+00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLt. oor Tr TELEDYNE PRINTED IN U.S.A. Y's50 7 +00 d 'e9-3 - / M-330 o 0 m 0 O wv, C W 0 2 w Ox V O Z< W O w +S > w z ao00 J J H 010.4 DC Q J CI NOTE HOOK e w 0 O O x 0 N z 0 ¢ W W0 0 O Z C °C w O N Z N a.. t,7 to c W —J O 0 NOTE BOOK o400 Waynoko Street PROJECT a 2" 27.5' G SAW CUT 6" /6.4 0) 0 1100 2 *00 3100 4*00 co O 0 M 1 I 0 1115 1119 JOINT -7 8• 372 JOINT JOINT Pr JOINT , m •asi ogt. cp1JG. 50' 3 50 50 50' 55 oir I ". JOINT 50' 2" JOINT JOIN.T 50" s8 ss 1 102 1114 IBM 14E3 3RD Av5, € VIAYNOKA s11 5f 110la cog , N.W. CAP BOLT -E14- ELE'/. 1910.53 PAVEMENT QUANTITIES EMOVE PAVEMENT N N '175*A NE 1 41a As/t. WAYNOKA 5T , 5t: cog- , " X., ON -fc STRUCTURAL Q:UANTI.T.I.E.S /9 /5 /9/0 +""5 REMOVE ;INTEGRAL: CURB STA....Ia.00:: TO STA. ...(.+..22 STA. 4 t•'00 STA 4+•31 SAW 'CUT 4+•4 EMOVE EXISTING MANHOLE fROJECT , ELEV/ 1910.4 I p717 44Li LT 10 15 .f. 3rd Avenue STA_..0. t.40 TO TA 04.50 LT 12 LF /905 1900 Ezist'i6q1fYone A L�T 4th Avenue V. N' 5+00 PRDJEA5T5IDE DRAINAGE PROJECT PROD. NR S.W D. 1992-1 M-330 (Col) oFs STORM SEWER e PAVING IMPROVEMENTS ON WAYNOKA ST_ 1 N. (073-1 /AVENUE DGN.$Y rjd Ws march 92 CQV%Ca'ibt D?.V, 6Y b.a.b. APPRO..(i)' A58O/ATS ON- MO 7 or 39 REMOVAL PLANS LEGEkD )14oRrzoornc(+.. tae a..../..=24` 0100 150 +64.5 R00 t50 0400 "50 3* 00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL DOT RPTELEDI'NE PRINTED IN U.S.A. *50 4+C0 -1/3.5 450 5;00 neer Cam.. cols E / d7-. -/ P 0330 db 0 NOTE BOOK z 0 z 0 1 uJ 0 0 w Z W 1/1/1 0 0 cc w 0 z I- W C W ut >I0 r Cco<Mcc CC . ci. 0 03 0 —J LL 0 0 0 0 c0 1/.0 1- 0 0 Z Z 0+00 .9+00 1000 114-00 /2+00 /34.00 6th Avenue 0 PROJECT C 0.f 6 0° ses 0‘p. .96 GO TEM F1 -1,Y ON NW BONNET BOLT ELEV 1901.29 4 r OPEN 52.8' /2.0' 3. ASPHALT DR/VE o' A • , 1 DITCH w 10" 7.11' Ss a a 94 —6. 2r3s OPEN •; ; ; . ..... : .516' 1 PROJECT C 1 , 4prial 4" 23.0' PR"EASTSIDE DRAINAGE PROJECT PROD Iwo /992-1 M-330(61) 5,6314 SEWER 8 PAVING IMPROVEMENTS ON HAYNOK4 ST 8 N. 6771 AVENUE OSGN.BY rjd DATE I march 92 CONTRACTOR APPRO. BY AS WILTS DAN. NO. 8 of .5 9 t I SCALE it: 20' STORM SEWER PLANS RCP QUANTITIES RCP." -CLASS -331 STA -1042T •TO -STA 3+00 5 LT • STA...10.+.213..:TO...STX,' 3+:0.0 *7.1:R71:. ...... F ..i:SULLD 44. R C P 4 5.cr-RRIECAST BO:W CEA aS:::111 STA•• .40 +2. STA.. 1.0 +ZS RT LT IEA LEA 1 T UCTUR UANTITIE AiaLIILD••••NEADWALE•••FOR-CULVERT-R4PE-41,40:a 44 4 -N4 -TYRE -a • STA 104.27 • STA io.itaa LT.............. RI, TOP HOWL ELEV.. • 9975 • Elia • ..... ....... . .. OD 11340p +$$ 428 0 0) 11+00 *00. 900 1895 890 1 EA EINE ANUSINIENTS . 1905 WORK -•TO -BE-- PERFORMED- BYHASTINGS t•tUT IL 1 TIES. tGAS D LT, TA tt• .11+15, LT. EPA RT M ENT GAS- SERVICE GAS-S.0;6140E 190 1895 1890 TOP...HOWL ESV:98;82 8i00 9t00 10+00 t155 +27 /1+00 12+00 1.3.A00 LEGE' /VD WORIZONT,41-.SGALE /. 1895' 189.0 V ERTICA.L..SCAltE /": EXIST/NO. E GRADES .12.fr-PROPODEP:i. GRA OEG HIGHWAY FCOARAt A10 ://,<Et PLATE 1-S NGLE PLAN AND PROFILILFULL DOT ONINTED IN U.S.A. /3 W /4'C0 /5100 6th Avenue 0" /46' - w OField pen INLET DATA TC ELEV. 1902.56 FLR. ELEV. 1898.68 N 33.5' conC- •0 22.8' a 856 N. 6th Ave 2 Story Wel Fr, 895' 6' 111111.111)111.1111 OfillEMEMZEIMENEEMIEWEIEN itemmagnsO 9 e sQan= INLET DATA TC ELEV. 1902.56 FLR. ELEV. 1898.68 " r �• r. I-' 2e'r T!' 1 I 29.3' SII oIN .•••••••852 N 6th Ave / Story Wel Fr 93' /7;00 /8'W 0 REROUTE 4" VCP SANITARY SEWER TO MANHOLE NO. 1 WORK TO BE PERFORMED BY LICENSED PLUMBER /oh. 47.5' cone. REROUTE 4" VCP SANITARY SEWER TO MANHOLE NO. I WORK TO BE PERFORMED/ BY LICENSED PLUMBER 1111116A\41111 \_Md4r P/t j • F/o is N - - G»W� wi OF _ tr►� w _ - -lL _ an � li j '---1 w - - mow .�'Z -"MSS/00°Y MUT h �~ AOS° 1© N®ain INLET DATA TC ELEV. 1903.05 FLR. ELEV. 1899.17 848 N 6th Ave. 2 Story Wd Fr. /2.5' 8. 0 _ wk �� _4, D ►i ,36• u I I. ,I I I I I al 9- P/N 7 24' 25.3' E O 4/.7' T Rot r• -41va,, I par Rock Conc. 25.4' 29.4 R� MANHOLE N0.1 PR°'` 3wD. /992-/ M-330(6/) DESCRIPTION STORM SEWER 8 PAVING IMPROVEMENTS BUILD SANITAR' SEWER MANHOLE CONTRACTOR STA. 15+89 IS LT. ST BBED OUT DRN-BY NORTH 8 SOUTH MH. F OOR 0.07 ELEV. 1898.83 FL. 9 of 39 70.7' 833 N. 6th Ave. / Story War. Fr, TBM - NE/2 F.N., :t STAMPED ON Nr/ BONNET BOLT ELEV. /90577 74.2' Conn; Slob r /3.4' �9 r ...292 t'V� 23.5' • 9/0 1;3.5' "CMP 238' 25.5 Asph. /5 cone. /8.8' F7' ///, 25.5 N WV1 wz_ Tn PROD. EAS/"3/DE .ORA/NAGE PROJECT PR°'` 3wD. /992-/ M-330(6/) DESCRIPTION STORM SEWER 8 PAVING IMPROVEMENTS ON WAYNOKA ST, 8 N, 6TH AVENUE OSGN. BY DATE > CONTRACTOR rid march .92 DRN-BY APPRO. BY AS GUILTS DRN. NO. 0.07 9 of 39 SCALE /'= 20' GAS LINE ADJUSTMENTS WORK TO BE PERFORMED BY HASTINGS UTILITIES - GAS DEPARTMENT NOTE:CONTRACTOR SHALL EXPOSE EXISTING WATER MAIN 4O - BEFORE PLACING 18" RCP. THIS MAY DETERMINE A GRADE CHANGE FOR PROPOSED INLETS. /19' r Warnar /2,8' =mil: 235' , 258' ©�� \ 1 29' �� 1 OOODURSSSWODOCo Conc sono. TAP INTO EXISTING SANITARY SEWER MANHOLE W/8" CP EXISTING MH. ELEV. 1898.26 FL. 29.5' • INLET DATA TC ELEV. 1903.05 FLR. ELEV. 1899.17 59.4' 829 N. 6.0 Ave. / Story Brick PROPOSED... C_. GRADE. STUB-OUTPSECTION 18 RC PLUG INLET END N LE T- ELEV. 1898:92- FL 1900 1895 1890 OUTLET ELEV ..1898.90.FjL. INLET DATA TC ELEV. 1904.09 FLR. ELEV. 190021 a - STA. 13+90 STA. 14+78.5 STA. 15+65 STA. 17+20 STA. 17+28 RT. LT. LT. RT. LT. WATER LINE ADJUSTMENTS 2" GAS MAIN HOUSE SERVICE HOUSE SERVICE 2" GAS MAIN HOUSE SERVICE INLET DATA ADJUST GRADE OF EXISTING 10" DLP. WATER MAIN (SEE DETAIL SHEET 2-C) .TC ELEV. 1904.27 FLR. ELEV. 1900.39 STA. 14+62 LT. / RT. REMOVE EXISTING 10" D.I.P. BUILD 10" D.I.P. 10" D.I.P. 45° ELBOWS 10" D.I.P. DRESSER COUPLING 20 LF 20 LF 4 EA. 2 EA. STORM SEWER PLANS TBM-NE// FH, X" STAMPED ON WEST BONNET BOLT ELEV, /90574 TOP ELEV 1.9.02.8,3 /3 0 0 5400 +50 ..... 27' RT. /4+00 of C_ 190 W - lO>0 ico z. ti • J .X. ,W W. d' YO R::t::P.. QUANTITIES BUILD 48. R:C:P'= t :ASS:n STRUCTURAL Q:UAN:TIT:I SANITARY SEWER . QUANTTTI:ES A: I'3+00 TO -STA: 13.49 STA 13+00 TO:..STA,.•.Is.4.+59.. RT. 162• LF BUILD • 6X•26CC.•I.NLET... W/TANDEM• COMBINATION. 24,42 AND::::2:4:3:3:;ST:Y:LE-- H W/24.4:9:: BARR:IER::: C:ORR----_ (:'.QE::ET'.E:R....OR::::E>2UA :.).,S.EE:::S:PEC:IAL::•:PL":AN. ..2:C ALL WORK • PERFORMED ON -HOUSE -SERVICES -fp BE DONE.':.BY....P.L.UMBER....LLCENSED- -WITH THE ::::CITY. ::.OF HAS:T:IN:GS : STA: I3+9 LT. EA, BUILD 8° VCP a-BUILD...:.4.':F.ERNCQ BUILD .48 RCP 45°. PRECAST •• ELBOW -CLAS S IEE STA, 144 40:5 STC:::1:7:f 20 LT. l EA. ::X '6`"" MAN H:0:LE::::SPECIA:L PLAIN: ::aC• :.T.YP:E::C 3 BUILD 48" ARCH' RCP -CLASS ZEE STA, ...t3:+9:0. ..0:::STA:"18400 LT, 4IQ LF STA, t3+ BUILD :::(8" RCP'- C L A.S.�a:::ME 90 LT I EA. TA: '15+98:5"'('Rt)""To. STA: 15+139 (LT fit LF BUILD ""SANITARY ""SEWER -MANHOLE WITH FRAME... -LID•.•(•SEE-SPECIAL-PLAN-2C) 856:::N:.: T.H....AVE : 1 852:::N:::4T1f. AVE 1 EA 8:4:8::N:::6T.H:::AV'.E IEA STA.:14+59 S.TA....17+ 20 RT LT I. EA 1 EA A• 15+89 'MANHOLE • NO:I I5'. LT k: Bu1.L.0 "45° VCFTELB.OWS TAP:1N±0....EXISTING :::MANHOLE::WTBe'VCP • 440.5 +59 BUILD 6' X6MANHOL STA, 13.490 SSA: 444:48 STA....17f:2:0 L. : TO:::STA:::14:+5:5:5 .../RT 41. RT 7'5 T.O::STA:::1.7.+82:5 LtZR-T.........112: LF LF LF BUILD 6 CURB: ::INLET :::D::O::R:::: 4.43:7•R5::::Y:=6:'.0 A=4-0"• STA:::15:+96•:5 RT. I EA. © BUILD 4" VC:P STA:::13•.#:90 ST.A:::1.7.:4120 S.T.A:::1:7-114:2 BUILD rem R:C:P.....P:LUG STA t4:+:4:8 • STA. (7+:82 RT • FEA RT. RT 29' RT. 1:: EA. 8:56..:N.6111 .AVE 2::EA 852 N.. $T1 -:..AVE 2..EA 84B N. 6TH .AVE 2.:EA I EA, ..EA 815:6:..N: 852 ::N: 848. N. RT EA. 6TH:::AVE. 6TH. AVE 6T.H.. AVE BUtLD...pli x 4``::::1's 45.LF 14:::c F 58:::LF OED BUI:CD 4".vCP'.PLU68:::CP..LUG OF..F::ABANDDNERSE:fi:V ICES AT. TAP'T -EX/9T/N6»• GRADE 8:56::: N:::€:6T:H::;:AVE 852::: N.. !:6:T:H::: AVE 848::: N::::6TH:::AVE 1900 ;TOP ELEV. 19C 2:2'8 1895 189 A; n TOP.. ELEV. 4: ElE.V:"1900:78 PROPOSED C •CRAOE ELEV: 190T:79 1.903.29 1 EA EA, STA 15:4i98:5 29:2 R.T. 3 ..EL... Q BUILD 8" VCP PLUGS STA,. (5:4:98;5 15`1.1T 2::EA. ( PLU:G::::OFF ::Sru8::::o:UT.S.) EA. 905 •^ Y,Y:,A•A•A•• :•: W LL J m co 1 CO V• n; ... ..y{r..: n• n n h•. 900 • .fitaatiatTe •ti : I ........:: .....', • • J: -.•:•::L• •:"'•::'::ti•:�::JR:.•::.elf r a 0: 0' m. m. °D r w. J J t. m J LL 95 LL iO 0 0 N m ox w 2 W 0 2- z tsi w Z. 4i 4(4 c), \31 90 h NN L E'GEN z m 0 J 5 ca 0 w yr 0 n O .HDR/YONTAL.SALE / 0. 0. m. vE'RticAL.,ST^ALE2 E.; EX/ST/NO: rE GRADES PROPOSED' •Q GRADES /3t00 '50 +83 +90 /4t00 *3/.27 t40 52 /5'00 t50 +92 /6t00 PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT PRINTED IN U.S.A. +20 44-t+52 062 "80 /8 t00 w p p 0 wW X z Luc-) 2 r V 1 L Z Q pw3 2 z o OJ J �naaa 0 m W 0 0 z z T t cl~ Lt r r 0 0 w /8 rro /S 8/0 N 6th Ave. 11/2 Story W/, Fr 6117 Ave. I/4. 20'#00 804 Al (>ti/ Ave. S/ory Brick 2/400 744 N 6Th Ave. / Story Brick /00' MANHOLE NO. 2 BUILD SANITARY SEWER MANHOLE STA. 19+27 15' LT. STUBBED OUT NOFTH & SOUTH MH ELEV. 1899.16 FL REROUTE 4" VCP SANITARY SEWERS TO MANHOLE NO. 2 WORK TO BE PERFORMED BY LICENSED PLUMBER. to tie Mien% 22100 23/07 AsPh. 0' INLET DATA MANHOLE NO. 3 BUILD SANITARY SEWER MANHOL STA. 22+53 15' LT. STUBBED OUT NORTH & SOUTH MH ELEV. 1901.40 FL REROUTE 4" VCP SANITARY SEWERS TO MANHOLE NO. 3 WORK TO BE PERFORMED BY LICENSED PLUMBER. 30' //.5 9,2' /OL‘" _ _ _ _ - _ - 26/' Conc. 26' /O" .....................:::.................... NOTE: CONTRACTOR SHALL EXPOSE EXIS ING WATER. MAIN BEFORE PLACING 18" RCP. THIS MAY DETERMINE A GRADE CHANGE FOR PROPOSED INLETS. N... -77 255 34' 69 823-N. 6th Ave. / Story Wd. Fr TAP INTO EXISTING SANITARY SEWER MANHOLE WITH 8" VCP EXISTING MH ELEV. 1898.28 FL 5/. 207 N 1th Ave. / Story We Fr. INLET DATA TC ELEV. 1904.52 4 FLR. ELEV. 1900.64 s _ *CP :::QUANTITIES BUIL••'D 48" R.CP'- CLASS :III TRUCTURAL QUANTITIES LT. 25"6:,:LFI B:UI:L:D 48" "ARCH; RC P•7 S:T,&::I8f0:0:::TD.iST.A::,20+44" LT ",.24:5: I::E ::BU:ILD:::•IS"`RCPCLASS:,:IIL •B:U:ILD 60'X::2:6":INLET WITH::,.TANDEM:.. COM'' BDIATI.O.N::2442" AND" 2443 ':STYLE: H :WITH:::.::_ 2.44.5. ,.B:ARRTE:R' :C:URB.....(.DE.EITER OR EQUAL?:.. STA. 20+4.4. BUILD 6=X.6' TYPE.,.,C MANHOLE LT.:. I:EA. SPECIAL "•PLAN,...1C INLET DATA INLET DATA TC ELEV. 1905.41 FLR. ELEV. 1901.53 56.9 TC ELEV. 1905.41 FLR. ELEV. 1901.33 65' 757 N 6th Ave. / Story Wd. Fr. ,,1 •C TBM- F.H., "X "STAMPED ON TOP BOLT ELEV. /908.28 V "ru TAP INTO EXISTING SANITARY SEWER MANHOLE" WITH 8" VCP EXISTING MH ELEV. 1901.27 FL PR°° EASTS/DE ORA/NAGE PROJECT PRDJ. N.W D. /992-/ A4-330(60 DESCRIPTION STORM SEWER 8 PAV/N6 /MPROVEMENTS ON WAYNOKA ST B N. 6TH AVENUE IDSGN:BY rjd DATE , march 92 CONTRACTOR DRN .BY .1771< APPRO. BY AS BUILTS DRN. NQ /0 of 39 SCALE /" 20' STORM SEWER PLANS SANITARY SEWER .. QUANTITIES. ALL:: WORK:':P":ERFORMED...ON.:'•:HOUS:E.:::SE:RVICES:::TO BE: ::DONE:.:BY .PLUMBER 'LICENSED a BUILD -8" VCP _ STA. 19+27 LT:'/ RT." STA. '2:2.+:53•_.: R.T.:: BUILD SANITARY ''SEWER' STA. ..20+.4.4...TO.„21+.11.6.. LT./RT 1910 /4\ STA. 20 +44 -L 1 EA. MANHOLE" FRAM:E &" LID 58:5 LF 58.5 LF WITH ... L:S'.EE'.: SP:EC'IA.L...•P,.L.AN 2C ) W/THE' 'C ITY OF'"' HASTINGS 810. .N 6T.H..... 852::: N._6T,H ::. 74: N....6TH: ,74.0 AVE AVE AVE,...... AV.E I EA. 1 E PLU.G.S:::(RLU'.,G OE.E.AB:AND:ON:ED SERVICES,,,,AT TAN L. EA. 1.. EA.:. S.T.A. STA. 19+27 22:+5.3 • 2:7:5`::RT. • 3- EA. • 275' RT • 3...,EA. BUILD "6' CURB -INLET. 4.432R5,.....,...,. A=4'_O" 1905 S.T.A.:.20+44 STA::.20:+75 STA • 2I+11:I R T. STA STA 19:+:27. (MANHOLE •Ne.12:):.:151L'T .A:EA..... 2:2+:53::(MAN:HOLE'. NO .:'3)" .15.::L7;,.,.,I..EA..... © TAP INTO. EXISTING: :MANH:OLE.,W/:8 VCP...... I...E A. RT ''SEE SPECIAL PLAN 2 I EA; RT I EA. STA 19'+2'7 STA: 2.2+-53 BUILD 4 VCP 27.5' RT. I EA. :27:5 RT I EA:: 810' N. 6TH AVE. ' .852 N. 6TH AVE. ::::.:::7:4:4::N::::6TH A.VE :EX/.911NO: £ GRADES • 16 L F. 371LF. 51 IF. 1900 1895 V:.Vhl�.V•:: m c J LL OP "'PROPOSED'' C GRADE ELEV. ••1304:78 ::-•E>"E Y;:113:02:78 :: BUILD" 4" FERN:CO :81O..N.. _6TH:. • 852 .N:. ::6TH.... '744 N. 6TH :7.40:..N.. 6TH AVE. AVE AVE. AVE (0. .....B.UILD:. .4' ::45? :V,CP ELBOWS.. :. I EA. I _.EA. I EA. D BUIL •!}••••8" VC•P F•LUGS•••(•R.I�US....Ql F S:tUB:OIJtS ) I EA.. "" 810 N. 6TH 852 N. 6TH "'" '74:4.,..N. 61:H 740 it 6TH AV.E.. ,.., AVE.... AVE.. AVE.. 2 EA. 2 .EA 2" EA. 2:: EA. STA 19.+27 STA. 22+53 15' "LT 2:::EA, 151:LT 2 E LI JUSTMENT UT 1:L'IT:I:E.S - G .PERFORMED"" BY: :HAST AS D:EPA.R±MENT NG:S . .. ... ......... N•. • 10. co 79 - 1890 Lis 0) m W W to CGO eo z m to » 10 to 4j Y M:O J. .4 IL LL m. '0 Q1. /S°0'1 0 14 z 4 I' ;D. #50 /9'00 -1-27 t5/0 LO a 1 14 co co '0 0) c 0 0) 0 tD 0) ry W tyj W (j 14 4 M 0 STA 18:+9:8 S:TA.... 20+07 STA 20+44 STA. 20+67 LT LT RT STA.....21:+,3:9 RT HOUSE, ,."SERVI:CE... HOUSE SERVICE 4"•'•GAS:::MAIN 211 GAS:::MAI:N HO.US.'E SERVICE .1910 1905 900 tD c Is - N h O +440 T32/-100 +91 to/ �•����� HIG`+WAY FEOCRAL AI° SHEET Si;NSL PLAN AND PROFR-a- ULL c:DT >.^•INTEo IN U.Z.A. 50 22t00 0. w N 0 0 o: a +50 *53 2.3"00 LEGEND HDR/ZOICTAL . i,.SCALE...L:A20." VERT/CAE-SCALE E= EX/$'i/HG C' GRADES e = . PRORO$ED. € GRADES.. 740 N 6th Ave / Story Brk. 24+6.000 730 N. 6th Ave. 2.5fX 977' / Story Brk. 98.6' 720 N. 6th Ave. / Story Wd Fr t6_ N 706 N. 6th Ave. / Story Wd. Fr 978' 96' RELOCATE 4"VCP SANITARY SEWERS TO MANHCLE NO. 4 WORK TO BE PERFCRMED BY LICENSED PLUMBER. Con ova, DSO. MANHOLE N0.4 BUILD SANIT4RY SEWER MANHOLE STA. 25, 70. 5, 15' LT STUBBED 01)1 NORTH & SOUTH MN ELEV. 1901.25 FL INLET DATA TC ELEV. 1906.34 FLR ELEV. 1902.46 Aspn INLET DATA N TC ELEV. 1905.38 FLR.ELEV. 1901.50 10" \ \ 2x. 211 /0 824 I \ I q 43.x15I h $ I ti 1.. 30.5I 1? -1I/ 4 _ q 26.5' /1 • 1 wLepighs�10" 1 421 6th Avenue CONTRACTOR SHALL EXPOSE EXISTING WATER MAIN BEF RE PLACING 18" RAP. THIS MAY DETERMINE A GRADE CHANGE FOR PROPOSED INLET. 28 /QO WI4: 11 /6.2' /2” GNP Rock NOTE TAP INTO EXISTING SANT. SEWER MANHOLE W/8" VCP EXISTING MH ELEV. 1900.89 CL TRACTOR SHALL EXPOSE EXISTING ER MAIN BEFORE PLACING 18' RCP S MAY DETERMINE A GRADE CHANGE PROPOSED INLETS. 0 INLET TC ELE V. 1906.34 FLR. ELEV. 1902.46 575' 0 O Z s 73/ N. 6th Ave. / Story Wd. Fr. h INLET DATA TC ELEV. 1905.38 FLR ELEV. 1901.50 rem NE2 F. H.,'X" STAMPED ON W. BONNET BOLT ELEV. /907.3/ IAC P ::.:BUI(:) 48"RCP° CLASS''M STA; 23:+:00 TO STA....24+ 13 'BUILD" "18"""•RCP STAB .27.t.02 CLASS::. 11 i.13 LF... LT/RT ..........40:::LF." LT/RT 40...LF BUILD....24 R:CP CLASS. fl STA_..24+:13"-TO...STA 27:+ 02 LT 89 LF . . 1910 1905 1900 1895 ............... ................. ............... b _(D 618 m 7/9 N 6th Ave. / Story Wd. Fr ___ STRUCTURAL QUANTITIES Q BUILD 6:0"x 26" INLET :.W/TANDEM::COMBJNAT.ION .:2442:. AND::. 24:43.: STYLE . H W/2445 BARRIER CURB (DEETER OR .EQUAL SEE SPECIAL PLAN 2C STA.... 23+ 76.5.... STA. :::27:+:02: LT LT 1.. EA.. EA.:::... A "BUILD 6` . CURB • INLET" "D.O:R.::.443=:R5 ..Y=:6` A=4.......... .STA 23.4.76:5 . ...... _....RT I EA ..STA.:27+02 . ::: RT. .. : BUILD ::5'x 5! MANHOLE STA. 23+76:5" STA. 24.+.1.3 SPECIAL :: PLAN.:I-C TYPE:.C:: LT . .. i. EA. LT !_ EA .... BUILD 4'x.4' .MANHOLE SPECIAL PLAN" I -C TYPE C STA. 27+02 905.39 • LT _Jr EX/$T/NG GRADE 107 60' 707 N 6th Ave. / Story Wd. Fr '0 TBM EH.;X" STAMPED TOP CAP BOLT ELEV 1909./6 PRDJ. EASTS/DE DRAINAGE PROJECT PROD. .!W D. /992-1 A1-330(61) DESCRIPTION S70RM SEWER 8 PAVING IMPROVEMENTS ON WAYNOKAST. 8 N. 671i AVENUE DSGN. BY 047E CONTRACTOR rjd P1 march 92 DRN.BY boIAP D. BY b. AS GUILTS DRN. NO. /1 of 39 SCALE / '> 20 STORM SEWER PLANS SANITARY- _ SEWER QUANTITIES ALL WORK PERFORMED ON HOUSE SERVICES .TO:: BE,..D:ONE: BY :PLUMBER LICENSED : WITH:. .CITY. O.F. ":HASTINGS: :.:BUIL"D:_..8• 14CP • :STA. _ 25 +:70,.5 ............ .. ..... '..:.LT/:RT . :.:..60 :BUILD SANITARY:::SEWER .:"MANHOLE "W/FRAME:& STA: :.:25+70.5 :(MANHOLE.LNO::4) :..: L:T.:::: 'Q .TAP." INTO:::EXISTING:.MANHOLE W:/8".. V:CP Q::BU.ILOE '4 FERNC.O WORK::TO: BE GAS... LINE ADJUSTMENTS ::PERF:O:R:MER:."eY:.:HASTI:N:GS:.:UTILITIES "'$A$IO..EPt LF_ 730 'N:::.:::6.TH."AVE. :.. ........ . LID (SEE SPECIAL 720 N:::.::6TH.AV.E. .. PLAN 261 ?06 .N 6TH :::"AVE . EA ©::BUILD 4"- 45° VC.P....:ELB.O.W . STA::25+70:5: .BUILD 4VCP 33RT . .:.EA._.. 730 N. 6TH AVE. 720. N. ..6.TH-AVE. "7.0:6.::. N..:::6TH.:AVE...... Q: BUILD 8"x.4". Y's......._. 69 LF LF :.:.... 21 LF .. 730 N..::::6:.T.H: AVE "" 720".." N::::::611H :AVE 706- N 6:TH :AVE: EA..._ EA... : EA EA EA. ...... EA 730 ::N.....6.TH.::AVE : 720::N:::.:"6TH:. AVE ::::_: 70:6 '::N 6H:::AVE " 2 EA_... 2 EA 2. EA. S.TA.....24:+:9:3 • ... _-STA._..25 + 80 + 91 S.TA....:27.+..02 - PT LT LT LT LT RT 4".GAS:.: MAIN H O.US E:::: S E.R VICE HODSE::::SERV.I:CE HOUSE:.::S.ERVICE HO:USE'"""SERVICE 3" ' GA$"• MAIN ®...BUILD 4" VCP PLUGS (PLUG OFF.ABANDONED;...SE.RVICE.S..AT..:.TAP1 STA:: 25+:70: .......::::33"RT .. • .. 3:::• EA::. ©::BUILD 8"-• VCR: PLUGS::(FLUG:::OF.F..STUB:::OUTS ) STA ... 254:76.:5: 15' LT • TOP 'ELEV. '1906:17 2 EA" PROPOSED....". GRADES:.. -- ELEV 1904,:67 ELEV.' ' 1903:89 is r;{{:i{{:;i:�;.pr.• :•: m V J LL 1890 m Q 01 0 0. (0 mm -J LL v (D a) 4 J.. LL U.... as CD m W -J 0 s. 4 A. 41 It) f. 1n N 1 co 1/4;4: 23100 ................... -J *50 4.76.5 NN) N 0 OZ >.I........ J a N J LL a1 m N LL._ .... W O 4 W�•• a ,.m co 0 ................. 24400 t0643 1/, ?7 050 :"co25 5(} +70.5 i Pt1Y t.'/ 1,1•.0'. .'AL AIO SYGE" r`v1 TEE 1-SINc3 E PLAN ANO PRC" -UI_, OC)' Oft T 2.i.:./0!:'. 26 +09 I'HIN Tt' W U.S.A. 0 J 0 m /50 27frs0 402 x 1910 1905 1900 1895 890 LEND HOR/ZONTAL..SCALE...1;720.. VERT/CA.12 0C4LF / •- .� EF..EXI$rJNG" .. GRADE P : PRQP.US5O:. € GRADE.... 13.75 • 153.2 168.9 28109 0 co 0 w 0 uJ Lal 0 Z< wot') »w2 z 0 cc 0 D (.0 o < CC NOTE BOOK z 0 () z0 4./ < 1- 0 w 0 Z 1s.1 ° 0 CC W Z er.1 14i ts ?.C18*Qic D —1 1— cr) a. w NOTE BOOK 0 z 8+00 9+00 10+00 11+00 Wayno ka Street 50' Rolv 50 11 — pRo jecT co 0 50 50: 11, 6 48' 60'ROW 0 PROJECT Q w 50: TBM NEI PH, N Bonnet Bolt E/ev. /9/0.40 50' ftCR QUANtITIES BUILD 42" R.C.P. CLASS . • •:- . ...... . :STA_ .7429:: Ta.STA:::10466 LT 297 LF JUST.'SfiADE••:OF.:EISTING'•4":D:LP.••:VIATER: 1111:4IN EQUAT/ON Sto. /JOYS/ EW = Sto. 24#/8 NS TBM NE 2 FR, X Stomped on W Bonnet Boll Elev. /9073/ GAS .:LINE ADJUSTMENTS WORK TO IBE::PR.EFORNIED 6AS DEPAR MENT Pr'w EAS7SIDE DRAINAGE PROJECT PROJ. NQ S.WD./992-/ M-330160 O€SCRIPTIOIN SEWER a PAVING IMPROVEMET/Z ON WAYNOK4 ST 8 N. 6771 AVENUE OSGN.BY de/ DATE morch'92 CONTRACTOR :67g7 APPRO. BY AS BU1LTS D. NO. 12 of ..39 STORM SEWER PLANS - ST....s:€.5.5 • LT/ RT RE.PADVE...EXISTISIO• ... 01-P 8U.ILp".4"."01,P.-45."EL13.0.WS BULD 4" DA P • BUILD"4""0:1,P:::DRESSEFCCOUPLIN.G 20 LF 4 LF .TA, .... 1.04:g2 'It "GAS: :MAIN 24 LF 2:: ' •:.:LF 1915 5. 1910 910 1905 1900 ....1.89.5 ELEV.::190656 5TH—AVENUE.• TOP..ELEV.1901106 414.41O1 Prof,/e 6TH AVENUE TOP ELEv.. 1905.36 : tu co ' •4- : c.) : to -co14 Eij GI. 1-1 ELEV:1903:86 Ic 0 z X 0 —J CO t89 8+00 9+00 10-T00 905 900 5 L GEN HORIZONTAL . SCALE .... 154 XI I/47MM: :04144...15..5 PLATE 1 -SI NGist.:EwItlYLFMALNADO IggaTFI L ut. t. Dor leTE,,CDYNE PRINTEL IN U.S.A. /4-33c) 164) W 0 m 00 W W Y Y U U W W x= U U < w0w ,r W W I z D. U ~• O J N A a EE MOTE BOOK O 2 0 m 0 0 N z 0 W G 0 Y p 0 Z W Wp 0 t:, W r 111-.0 N0 EE 00.0 03 U) W 0 0 W OO Z Z A- +00 0+00 too 1203 sa 50' \A/AYHO KA STREET PPOJZCT Ct G 1207 50' S6 /215 50 16NA-2 4'111 Ave- £ WAYNOKA S1, 5< <DIC X ON TC. ELLtV, 19/0.41 INLET DATA TC ELEV. 1908.34 FLR. ELEV. 1904.87 1217 INLET DATA TC ELEV. 1908.20 FLR. ELEV. 1904.76 56 50' /210 3 0' sD r RC:P QUANTITIES w 50' 121(0 50 STRUCTURAL QUANTITIES T h t icWOJECT BUILD :18Th C.f.. CLASS n 7+50::5 ::TO' S:TA:74119 L'f WILD..42'.::RC:P' CLASS III STA 4.+36 TO"'STA; 7+$8 t1 75 LF BUILD::::G CI:IRB::IN:LE:T::D::O::R::::44:3:4:R5......Y..-...6`-:0" A - 4`-0" STA,'7+50.5. LT .1 EA. STA:: 7485.:5 LT, 1 EA.. Px W. aSTSIDE DRAINAGE PROJECT PROD. NO 5.W. U. 1992- I M - 330 (0 ) DE'CWOTIOnI STORM SEWERS'• PAVING 1MPROVEM/t217Z3 OV WaYAIOKA ST. C GTN AVENUE Dom". 8Y rjd PATE ICaYYRAGTOC march 92 Dom+ Amu,. DY ASSORTS Dant No. /3 of 39 STORM. SEWER PLANS •fir - � -s BM - 3 Stu Avt i WAyNOKA ST. F/-l/�I &.,,.,vr /3ocy, EhE✓. /9/0_40 .WATER 'ONE AINUSTM.ENT HOUSE::::SERVIC.ES S.E.R.V.tCE.S...TO.:BE:::R:E:P:LAC.EO:::F..RQA! STOP80X •f0 • CORPORATION BUI:LD:::4!.x.4'.::MANHOLE j:SPECIAL::IPL"iAN:::IC.,..TYPE::C STA...74.89 • LT EA ALL...WORK::UNDER :THIS ::ITE .N:::SHA1;;L:::H,E• PRgFOR:MED"BY• A PLUMBER :':::LICEN.SE. '1011Th::'.THE CITY1.iOF-HASTINGS. STA,••4...7 STA:::5:+07 STA •:64-41 STA::64:49:5 LT LT IT 30 LP, I" 'COPPER 30 LE 1" -COPPER - COPPER "" COPP..ER"'COPPER L''COPPIR L.T. 30 1-F /9/Q .1205 190 1595 °WORK::.T.O:::B.£::::PREFORM:E:D::::By::t`tA:$TJ:NGS:::U j1: ItI ES - GA$ DEPARTMENT' 4-ree .AYsistue ELEV' 190820 . ELEV. 1909.70 P,eorit.e STh!. AYFi✓vE TOP ELEV.;1908.0 e8 d 0 0 STA.,.... 5:4.7.3:5 STA....6t32 STA 7.449 : STA......7::8:8 LT. LT LT HOUSE -SERVICE HOUSE "SERVICE HOUSE' SEBVICE 2!!:GA:S::: MAIM ki ki Q 41 Q ki 2 a ti n /9/0 /90(5, 41 W 4i 0 0 :n LEGEVD /820 -J 1• 4+00 436 #Sp 5+00 . ,so lotOO HIGHV/AY FEDERAL AID SHEET PLATk 1 -SINGLE PLAN AND PROFILE.FuLL DOT trIELEDYNE PRINTED IN U.S.A. Gil 0 - J V CflCftt_.Sci /"= 5' -/-50 7*00 '5o +68 . +89 gtOO /1-330 etc() 0 Co W ° W W 0 W I— )_ 0 Z < W UJ ud I— z > 0 D i - V) 0- CC czC —J a_ NOTE BOOK z 0 0 0 0 x 0 0 Li I Z IUJw j_ 0 0 0 IX LL' Z >I_0LsJW 0 Z —I CC V/ 0_ oi LLI —J CD NOTE BOOK z 0100 1100 2,00 J'(0 4'O0 5)00 Waynoka Street PROJECT 2' 6" EXISTING 36 R.C.P. /6,4 0 C-9 • A. 2c3' (.9 0 INLET DATA 1 )0 TC ELEV. 1908.42 FLR. ELEV. 1904.52 0' 50 5e7 1115 50' 5b 1 1 1 9 58 INLET DATA TC ELEV. 1909.93 FLR. ELEV. 1905.06 ro N HS al wi/IN/54ENSW M=111 ra===miarnsansom a'I at um 50' 0 0 WO b A die nannwpmemassionatall CON C. il• 50' 110a INLET 1 • <1.1 *58 ATA I 50' 0 TC ELEV. 908.62 FLR. ELEV. 1904,5 1-13M NE3 3RD Ava, 4 WAYNOKA st 5f so' giornAcv:i sHctINLOLiT;: BEFORE LACIN I C... ILMAY INA4D HA A FrATION FrE WATER MAI FOR PRO, ma)* is. i i 1 106 Cog, 1,1 W. CM, BoLT - LCV 1910 -53 50' 1 I 1 4 0 soa -----0 0-- N 50' INLET DATA TC ELEV. 1909.95 FLR. ELEV. 1904.95 .1d•••mo.mmi•••••• flit:Vier C. lab' NEI 4-04 A. WAYNOKA Q.) cog. , 04,1it cLev. Iola 4 I ..........—‘,......=-7,, PROJ. EA57-51 DE DRAINAGE PROJECT MAI. N4 SW D. 1992-1 M -330 ((0/) DESatgra7A4 SEWER 4s PAVING IMPROVEMENTS ON WAYNOKA ST 1 N. 6sT1-1 AVENUE maw - iv, /la t7Art march 92 Cal/TRATat oWJ. et 02.1 0 APPCD. 13), 115.80/4.73 DR$L P710 /4 or 39 STORM SEWER PLANS R R QUANTITIES BUILD* 42"1:R:C:P , STA. +074:5- TO -STA BUILD...181". '' :R.C:P..„.CLASS-31 STA.:14.075 SM.. 4+00. . .+075 .4+36 LT. 6L5 LF 328.1 LF STRUCTURAL QUANTATI. S aWATER:LINE ADJUSTMENTS ; GA:S:::L1:N:E:::ADJ:USTMENTS • BUILD 61 MANHOLE., .SPECIAL..PLAN . IC... . TYPE C T0..STA.:4+ 36 LT/ RT LT 41 LF 76 1,F STA....0+46 BUILD64"CiURBINLET;:D:;OR443.:R5 . ;'''' Y +.075 STA....34..98 STA. BUILD -44X . 44"MANHOLE.,...SPECIAL PLAN" ... .. STA 1 +07.5 STA . 47+35 LT ,.A EA LT/RT 2 A. LT I EA. ... LT. T.YPE HOUSE SERVICES • SERVICES:: TO::BE:::REPLACEDFAOM:STOPBOX T.0 .C.ORPORATION ALL WORK **:UNDER'*" THIS,IT.EM SHAL BEPREFORMED-BY 4 PLUN1B.ER..: LICENSED. ... OF ASTINGS. WORK...T0....BE ..... PRE:FORMED::::BY:: G:AS:DE:PARTME:NT HASTINOSi-VTILITIES- _no LT L.T. I EA EA TA....4+12 STA. 5+07 STA; 6+41 STA 6+495 LT. T.: .... L.T. 30 LF I ""COPPER .. :30 LF I "-COPPER 30 LF "-COPPER. 30 LF "-COPPER STA....5+7.3:5 L.T. 0 S ....SERVICE • STA. 6+32 LT O.U.St.SERVICE STA.....7+49 ..... LT ... IMALGAS::::MA IN STA. 7+88 LT. 2".:4AS.:MAIII- /9/5 /9/5 /9/0 /9 /900 1895 TOP 'EMV.19407.99 3ecI .AVENUE E XIS.T.IN.Q . OE/ L 4th AVENUE TOP ELEV.1906.07 LA IOP 190920 ELEV-1906..9 -c---ELEV•19:0820 —I —I IL IL LL tsJ _J 0 X 0100 • tO 0 0:0 8 CV -J • Id z 10 Id _s 0 4 ,4") as 45 1 / +46150 +645 / 1-00+075 1.50 2,00 -J (4. Q) z 0 0 1s to 0 1910 114 (14 0. ki 90Q I a9s-c;5 15 ('') Isi n Id 2 -POO FECCIVAL PLATE 1 -SINGLE PLAN ANG f•ROFILE•Fuu_ nor 17419ELEDYW PNINTED IN U 50 3 LEGEND Adosizaescrev_..Yki?{ a..../: . f.Zo / a5 4W +15.5 +56 450 5400 CO 0 w 0 o w 0 w 5 Z< w 0 w )- w u-1 Z > I- 0 Ct 0 0 (/)0. FE 0- NOTE BOOK w 0 0 ti) 0 1- W < ° ujOZ 0 0 IX z ›- W sA 0 >1-0 • CC0<Xce 0 a. to co u) 0 0 1- 00hj I 8+00 6th Avenue 4:' 0 x 9#00 10+00 /1+00 x 32.8' 12#00 13+00 32.9' - 4 25.4 • • 332 x' 1212Cale to" ------ ----- 0' 13.6' 104 0,0 1( 000 0°1456 TBM ON NW SONNET SOLT ELEV /90/29 z / 1 1 1 1 r- /4.0 +23:3 PAVING :QUANTITI .••• •••• • .•mm •••, OPEN DITCH --- PR"EASTSIDE DRAINAGE PROJECT PRONG S.W.D. /992-1 M-330(61) ttSSgaSEWER a PAVING IMPlitOWMENTS ON HADNOKA sz-aN 6771 AVENUE COON. By 'ye/ DATE1 march 92 CONTRACTOR ORN. 8Y Act APPRO. DY AS WILTS DRN. NO. /5 of 39 PAVING PLANS SCALE Is: 201 BUILD ASPHALTI C CONCRETE "TY P Bil 4!B4SE CQURSE pm.. to 2Q " ' STA .iI3'4:00 115 TON BU I LD ASPHALTIC CONC "TYPE .6" 2" SURFACE COURSE STA.. 10 + 20 TO STA ADJUST \VALVE 1°4 -GRADE : I:3'f 0.0 1-T/RT 106 TON STA, II + .16„ 2 6TA •I It ;i: 9:3:: 6 10,�T EA to.oRT EA. 1910 191Q 1905 I 905 190 EX/ST/ IVO E AROF/LE 1895 189 0 0.) 0, /07'0005 0' 0 Iti 19QC 1690 1.•• ••6t2/110, 1108/20AITAL.SCALE....../ 20. VERTICAL SC/4E /" 87(00 .91-00 1/55 HIGNW AY FEDERAL AID uHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT itTEIEDYNE PRINTED IN USA. /1+00 124.00 6R4oes pifopoo:',€ GRAOES 134.00 2K-3 —/ 0 w X 0 ww O 0 0 K , 0 N Z > I nJ on C -IK ZI-- Na.00 1 0 Tn z a z 0 0 0 in w 00 Z /3W /4,109 /5100 /7'60 /8000 6th Avenue` Open Field / 856 N. Sit Ave 2 Story Wd Fr. 5' ti 852 N 6th Ave / Story Wel Fr 93' 848 N. 6th Ave. 2 Story Wd. Fr 92' h Asph. Cone 471' /2/24 Flowers 9 3.64 TC 2.55 2.60 • 9/0 1910 FL 2.07 FL 2.12 FL - 2.17 F1„•_ 2.22 F UI- 2.5 • Lt ti 0 2.30 FL 2.80 TC TA' 24' 2.39 EL 29.15' 70.7' 833 N 6th Ave. / Story War. Ft: 1905 1900 A1- NE/2 H., X STAMPEDON NW. BONNET BOLT LEV. /905.77 9 FL 2.99 FL 13.05 rL +3.20 E 13.35 6 .69 FL 2.84 FL F • 3.06 PL 7' Cont.4.2S/ob n 29.2 PAVEMENT QUANTITIES a U:ILD CURB:::.RA.MPS.-..TYPE: j :::::(:4"ABX 5TH -AVE :::&...9:TH::.ST.::(SW: COR.)_ .... 8TH -AVE. .a PLEASAIsir ST ::: (MN.: E.OR) $TH-AVE 1....PLFASAN:T':':$$T:::{S.W 'COR ) BUILD 6'I •:P.C.0 '•PAVEMENT:::::(47B) 3.49 TC 3.79 TC 3.29 FL 3.50 $ 3.54 ,3.65 Gj 3.1�- 3.18FL,,S» 3.23 FL C3.29 FL TC L1 156TC Gan°. '0 39.4' 829 N. 6th Ave. / Story Brick BUILD BUILD • STA, 13+00 :TO :STA: I8+00 6" :PCS: •INTEGRAL CURB •(47B} LT/RT SY STA: 13+00TO STA. 18*00 hTL:RT 1,018 LF 6" ` P. C:C. - FORS DR1VEWAYS.• .( 47:6) BUILD ASPHALTIC POWER POLE TO BE RELOCATED BY HASTINGS UTILITIES- ELEC. DEPT. 1074 SF 10.8.4 SE. 82;'5 .. . SF. CONCRETE-- TYPE • -..4"- BASE COURSE 856..N. 6TH AVE 29:3 SY TA, 13+0 . TO STA: 13+83 LT/RT.........60 TON 833 N -.-6TH• AVE 852 N. 6TH -AVE 829 N. TR: AVE 848::N.:::6: T.H:::AVE BUILD 4! P.C.G: FOR SIDEWALKS (ABx) 21:2 5Y 20:9 SY 32-4 SY 28::4 SY $TA. 14+I3i27 T0• -STA 14149:27 RT 46 TON BUILD -ASPHALTIC d' 29' ant. PR°''EASTS/DE DRAINAGE PROJECT "`a` §1460. /992-/ 41-330(6/) 111 1 DESCRIPTION i+ STORM SEWER 8 PAVING /MPROVEMENTS i ON WAYNOKA ST 8 N. 6771 AVENUE • 1j OSSN.BY rjd DATE, march 92 CONTRACTOR ORM.9Y aaa. APPRO. BT AS WILTS DRN. NO. /6 o p 39 SCALE /'= 20' PAVING PLANS IBM- NE // Ff✓ "X" STAMPED ON WEST BONNET BOLT ELEV. /90574 CONCRETE =TYPE. d. -.2" -SURFACE COURSE $TA: 13+00 TO STA, 13+83 LT/RT 35 TON STA:. 14:1 13. 7. T0:: STA :: F4+49:27 RT :..:: 24 TON 856 N::::6TH ::::AVE 833 .N:._ 6TH ..AVE STA;:: 16.+00 852 N. 6TH AVE 829 N. 6TH AVE STH AVE AND PLEASANT ST (NW COR) j6 SF 32 SF 48 SF 16 SF ADiJUST:::::VALVE TO GRADE STA.... 17 473 ................ RT.......... SF 43:5 S 6TH AVE AICD. PLEASANT ST...(SSW SP EA • ESI`/9F/NS.4.. GRADE ' 1910 .3096: 905 1895 1890 BEG/N.:PAVEMENT 4 'ti Q.) N:c v,u QED'€ GRADE 900 895 t h tti 4 4i N 4i v 0 0j 0 4j a y 0 9 LEGEND :ROR/YONTAL. SCALE / E.a...EXfSr/N:. € GRADE f' = PROPOSED' . £ GRADE /3/60 050 0 413 /4100 '3/27 +40 52 +e /5.000 050 /6000 050 /700 rrornAi 1 -SINGLE PLAN AND PROFILE.FuLL Dor • 1 TCDDIN SUE •R +44-'052 062 80 /8 00 2g-3 -/ /1-33,0Si) W 0 m 00 W W X X U U W U 0 I 0 . < la0w3 ?F z 4 Z0 L7 CL J CC aaao: NOTE BOOK 0 W 0 W Y W o z X w w 0 U nal Y W W ••/- w W : U m0 AT'NS CH'KD -J �J L%. 0 8/0 N. 61;/ Ave 11/2 Story UV. Fr 20'C0 804 N 6m Ave. / Story Brick 21'GO /0' 3.29 FL 6th Ave. (3.65 CL 3.94 TC 3.44 FL ASPh. 13.80 // 4' 13.95 .4.10 QL 29 FL ""3.75LTC 3,44-F6 3.94 TO 255 2 29' ConC• Conc 69' 823'N 61h Ave. / Story Wd. Fr ....................... 1910 1905 li 6/, L 14.25 Q. 4.54 4.1 04.04 FL 3.89 FL 4.39 TC 607 N .th Ave. / Story (t/d. Fr. BUILD 6." PC:C: PAVEMENT ::(.47B) STA . 18+ 00 TO STA: .23+00 o 4.40 Q. 4.04 FL Aa'' 26.5 /44 N bin Ave. / Story Brick 22100 AsPh. 14.55 Q ,4.70 QL W 4.49FL 14.85 rt 2300 Y0' Conc. let N T:PAVE M E NT QUANTITI ES BUILD 6'. PC.C:.:.INTEGRAL CURB ( • STA. 18+00. TO STA : 23+00 BUILD 6'.:.PCC..:. FOR DRIVEWAYS:. LT/RT :x,263 SY • 476) LT/RT (476)........ 1058 SY. 823 N. 6TH AV .....:::.... ..._........: ......... 810 N. 6TH AVE: 804..N.. 6TH AVE: :744': N::: 6Tii:::AVE...::(N. :74:4: 'N. .6:TH AVE..:(:3 .731: N. 6:TH ..AVE::...:::::. .:DR): :'DR) ... .37.._. • 27.6-• 1900 1895 TOM- F.H., "X' STAMPED ON TOP BOLT ELEV. /908.28 BUILD 4" PC.C:: FOR SIDEWALKS (ABX) 65' 757 N. 6th Ave. / Story Wd. Fr. 823 N: 6TH AVE • 810 N:•6TH AVE • 804 N. 6TH AVE 744:N. 6TH AVE... (N. DR:) 74:4:: N. 6TH AVE". (S: DR) ADJUST VALVE TO GRADE -32 • -SF 32 SF • 32 $2:: 32:: SF SF SF 32.6 SY :21.5. SY 19.6.. Sof 45:3..:S.Y. P?'OPOSEv T GRADE' 1890 / /660 150 co /9+CO +50 4i re: ni .STA. -.20.+..s.. t... ::::STA. 21+03:: L.. RT' ..... .EA EA 4i t\ 2t.'(0 .W 0 O Y50 L cc 73 +9i ,,...s.l. Al• iCOLk.:l All) lin/ L Y PLATE 1•S!NGI-4: PLAN AND PRCt':1 'N'TSS. DY:..: ,'N INTEL iN Y 14 0 +50 9 /O" .29 TC 4.79 FL 15.15 Q. >CYl Conc. 46.9' 4.79 FL„ ."ruo 4" 1 73/ N. 6th Ave, PR°' EASTSIDE DRAINAGE PROJECT PROD. fW. D. /992-/ M-330 (6/) £ESC RIPTION STORM SEWER 8 PAVING IMPROVEN/F11TS ON WAYNOKA 57: B N. 6TH AVENUE iLOSON,By IDATE , rid moron 92 CONTRACTOR TAN .BY b.ob. APPRO. BY AS WILTS ORN. NO. /7 of 39 PAVING PLANS SCALE I": 20' 22+00 +50 C h tet LEGEND HDR/ZONTAL.E.SCALL'...1.:.20.r 'VERT/CA'L" "SCA/."E E-" £X/MNG 084055 P : PROP.OSEO:: kj GRADES... 23100 29--/-33ol /J 00 to. 74041 6m Ave / Story ark. 98.6' Conc. <>1 ono'. 24;00 J5' 730 AI 6th Ave / Story Brk 9/;,. Gale. 55' 5.24 FL 25t00 720 N / Story Wd Fr 9/8' w/ C000. ri . overia 115P 14 5. 11 sb 706 N 6M Ave. / Story 14/d. Fr 98' tic 5.69 FL 5.84 FL 5.92 FL u./ tc 0 0 1 0 z Ls w 0z 0 44Z ‘,'3 •C3 > I- 0 • 0 OCC)<Xce • 11‘ >- TA u, LL1 LL. CC a.. NOTE BOOK 0 z 6717 ilvenue 15 15 Q .5.30 c... • 57.267Ft 5.6 TC 73/ N 6th Ave. / Story l4d. Fr 575' TEM NE2 F11,-"X-"STAMPEO ON W. BONNET BOLT ELEV /907.3/ 0 61.8 7/9 A/. 6th Aw. / Story NV Fr Power Poles to be _ Relocated by Hastings Utilities - Elec. Dept 60. L 707 N 6th Ave / Story Wd. Fr 6.28 592 FL 25.7' Wt 6.33 'TC tI 1 1 I I 1 si 315-1 1/4? .1 0" 5.83 FL • 16.19c 5.88 6.20Q TSt.9 A5p4 IcS .35.5' tsph. • 4" Poten co' t4 :re) ce. TBM FH.,"X"STANIPED TOP CAP BOLT ELEV 1909./6 cox. 6.22 Q EASTSIDE ORA/NAGE PROJECT /992-! N-330(60 Dr= SEWER a PAV/ NG IMPROVEMENTS V • • ON WAYNOKA sr 5 M 6771 AVENUE LGN. BY rjDATE '92 D2Na.E7t. 1APp D. BY CONTRACTOR AS MALTS DRN. NO. Of 39 SC ALE /"20' PAVING PLANS .......... • . ... 1910 J905 19(20 • . • ..... • . .................... • BUILD 6" PCC. PAVEMENT: (47 B ) PAVEMENT QUANTITI ES BUILD BUILD STA. 23+00 TO. STA.. 27.40 eni P C.C. INTEGRAL CURB STA 23+00 TO. STA 27+40 6" P.C.C. FOR DRIVEWAY 740 N. 6TH AVE 730 N. 6TH AVE *719 N. 6114 AVE : 720 N. 6TH AVE il06 N. 6TH AVE 707 N. 6TH AVE E.X.191Thic £ GRADE LT/RT (47 B) LT/RT (47B) :177.9" SY :827.. LF 23S. SY 36.9. SY SY 40.9 SY '12I.4 SY 35.6 SY BUILD BUILD PC.C. FOR SIDEWALK (ABX) 706 N. 6TH AVE (DR) 32 CURB RAMPS - TYPE ILE (4"ABX) 6TH AVE 6 7TH ST. (NE COR) 165 VALVES TO GRADE STA. 234. 91 RT STA. 24+27 RT STA. 27+08.5 RT STA. 27+24.5 RT ADJUST. SF SF EA. EA. EA. EA. ............ 1895 1890 ............ 4; Nic> to P 0 0 0; • .... • ..... P)OPOSE. ..€ GRADE c V 0 ' • • ....... . tis 23+00 1.50 '06 '18 ?7 150 25 .70 '50 = t 02 t50 +75 27t00 440 • t53 1905 ........ .. .............. 1900 189E' ........................ 1890 ........... ......... LEGEND ,HOR/ZO/V.TA L. SCALE GRADES. P z PROP.Q$5.P:::€ GRADES *689 28109 v -SNS . ANO PRO -or . It I ,•/>;-3._ /4)- 14) 0 co 00 ui jO la 2 0 I- >_ Z< Est 0 w 2 Z n _o NOTE BOOK z IA) 10 — co NOTE BOOK 0 z Wayno ka Street 50' Rope 8+00 9+00 50' 0 0 50. 50' • PROJECT c ) 48" 10+00 11+00 59.3' 11) 10 4. 5/2 50' TBM NEI PH, N Bonnet Bolt E/ev. /9/0.40 50' e 50 PAVEMENT QUANtFTflES. — BUILD 61::PCC PAEMENI . (47B) w. LL ED ✓ 60 'Row • • EQUATION Sto. /0i8/EW = Sta 24419 NS IBM NE 2 PH, X Stomped on W Bonnet Bolt E/ev. /90731 A. 8+. OZ 5 TO STA ,10 + 65..5 LI/RT 394 BUI:LD 6": P:C.0 .... INIEGRAL CURB (47U) PR" EASTS/DE DRAINAGE PRO(JECT PROJ. NQ S.WD. /992-1 M-330(61) 7,6AN SEWER a PAVING /MPROVEMEll /S ON WAYNOKA .ST 8 N. 6771 AVENUE DSGN. EN cid DATE morth 92 ONTRACTOR ORN.BY b.O. b. A PPRD. 8? S SULTS DRN. NQ /9 of 3 9 PAVING PLANS 'STA.. 10+4 TO' STA.. :1.0:i 65.5 LT/RT 63 LF 1915 1910 1915 5TH AVENUE &Wog.. C Profile 1905 6TH"AVENUE 1900 10 1905 ....1.89.5 CO tr Jcj tcl 900 18, 8+00 +50 9+00 +50- 10+00 HIGII WAY FEDCSAL AID Slit ET PLATE 1 -SINGLE PLAN AND PROFILE•FuLL DOT itTELEDYN.S. PRINTED IN U.S.A. 1 L EGEM HORIZONTAL: SCALE .... rtz20 ERTICA5.C.4ra .. . "- 5 +81 11+00 NOTE BOOK NOTE BOOK 4 t OO 5 +-0 0 -roo \A/JYHO KA STReet PRO,1ecr to N a In M o a /203 1207 1215 1217 LL co 50• 50' 50' 8.00 FL 8.76 Q..;; 8.Q PKGUECT 50' 30' 20 50 0� 1 r8I'A-2. 4111 AVV WAYNOY.A Sr, SE CDR , ..X„ ON TL ELl_=v, 1910.'f/ /210 PAVEMENT QUANTITIES 1216 BUILD-6:':PAVEMENT ::::(47 B) F<N LA51 SIDE DRAINAGE PROJ.ECT PROD. blO.. 5.Wb. 1992-) M-330 (/) I DESCR,tOT/Ou STORM 5 WER( PAV/NG IMPROVEME ON WAYA/OKA STr e STH AVENUE DSGA. 8Y rid DATE ICDYTRACTOK moral 92 DRu. Et( b.O.b. AP/{(D. 6Y ASEU/LTS AeA4 Ab. 20 ce 39 • PAVING PLANS TSM — 3 STu AVB c WAYn/oK.a Sr. r• -1, 8, -„,ver Soc., Ece✓. /910.40 STA...4..+..5.2..TQ....STA....Bt02..5 BUILD...6::P:C.0 INTEGRAL •...CURB....(47B LT/ RT 5044 SY A. 7t 52, 5 STA: ::7:f:83::.5:::TO: :: STA. 7419:3: 5 1..T 4 L� 35 LF 47!/...AYENQE L £Xls.7:v4/4 c«. STh'. AYEMVE /9/0 190,5 /.20Q...... a 0 3 h 4 (0. a LEI K) LEGG'WD 1o, !rovrau . oL ...1..�.2G?' Vs&recaL, r..&.E, / -.5'"" 4-100 #50 5+00 Lst «so 6+00 HIGHWAY FEDERAL AID SHEET PLATE :-SINGLE PLAN AND PROFILE -FULL ooT 'WTELEDYNE PRINTED IN U.S.A. +50 7*CO 50 1442. 8100 zzA7-/ 03.v46 4.1 0 co 4./ ZLIJ La 0 0 >_ 0 Z< w w >- ta 2 zL. D J (/) a. < •tC —J 4- NOTE BOOK 0 Li 0 0 0 0 1 w < Y 0 Li Z ILJIJJ 0 0 0 °Z 12 >LJjw° ZO<XEC 0 -.I CE • WQ.OWO)CD 0 00 22 0100 a) vr 0 03 / #00 2100 .3 *00 4'O0 5'00 --113m NE3 3RD Avg, 4 WAYNOKA si5ff• 1 106 cog. , 14mi. CAP E LEV. )910-53 r AVEMENt QUAIKITITIES SA NEI 414 Ave. t WAYNaA 5r1 4 " X �J ELey, IQ! o. 4 i P"jr.A5T5/DE DRAINAGE PROJECT PRA I. ma SWD /992-1- DE-50DPrionl STORM SEVVER e PAVING IMPROVEMENT.5 j ON WAYNOKA ST. 8 Al. 6174 AVENUE osam. isv ItAnt icourtecnIc cid I march 92 ORM t5 I APPZA. Dr 110.81..W.T4 Itgi4- mo 2/ of 39 PAVING PLANS BUILD •6!!:1PC:.C. PAVEMENT (47g:) tALD 6!!. STA. • • 0 .40 !-TO•••• STA: • .4 + 52 .PINTEGRAL 4T/RT 586 SY STA . 1 +00 -TO* STA: 1422 STA....44- :31 :TO•••ST •:••4+40.4 LT/RT LT LT 30 LF LF LF /9/5 /9/5 /9/0 /905 /900 18.95 3 Ra AVEIVUE 0100 #50 645 11-00 EX/SrING.C... t50 #00 (t) RROFIL E 1.50 00 HIGHWAY FEDERAL AID SHEET PLATE 1 -SINGLE PLAN AND PROFILE -FULL DOT lor TELEDYNE PRINTED IN U.S.A. 4TH • AVENU